Foundation Treatment Assessment and Postconstruction Settlement Prediction of a Loess High Fill Embankment: A Case Study

<div>Mechanical parameters of compacted <i>Q</i><sub>2</sub> loess. (a) Compression modulus at various compaction degrees and water contents. (b) Cohesion at various compaction degrees and water contents. (c) Internal friction angle at various compaction degrees and water contents.</div>

Shock and Vibration

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Figure 7

Figure 7: Foundation Treatment Assessment and Postconstruction Settlement Prediction of a Loess High Fill Embankment: A Case Study 